2004
DOI: 10.1002/nme.948
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A meshless method with enriched weight functions for fatigue crack growth

Abstract: SUMMARYThe meshless method is particularly appropriate to solve crack propagation problems. In this paper, the fatigue growth of cracks in two-dimensional bodies is considered. The analysis is based upon Paris' equation. New enriched weight functions are introduced in the meshless method formulation to capture the singularity at the crack tip. Simple problems show the accuracy and efficiency of this method. Then, it is applied to fatigue analysis of single-and multi-cracked bodies under mixed-mode conditions.

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Cited by 139 publications
(78 citation statements)
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“…This gives the method the ability to achieve good accuracy with relatively coarse meshes. Note that partition of unity has also been applied in a so-called meshfree context, through extrinsic enrichment [19,46], intrinsic enrichment [43] or weight function enrichment [18]. One of the most recent examples for fracture of quasi-brittle materials using meshfree methods with extrinsic enrichment is shown here: [33].…”
Section: Extended Finite Element Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…This gives the method the ability to achieve good accuracy with relatively coarse meshes. Note that partition of unity has also been applied in a so-called meshfree context, through extrinsic enrichment [19,46], intrinsic enrichment [43] or weight function enrichment [18]. One of the most recent examples for fracture of quasi-brittle materials using meshfree methods with extrinsic enrichment is shown here: [33].…”
Section: Extended Finite Element Methodsmentioning
confidence: 99%
“…We choose to use additional nodes on each side of the crack [18], as shown in Figure 3. This is by no means mandatory to obtain an accurate representation of the discontinuity, but reduces the support size (smoothing length) required for the calculations, and we make use of this technique in all calculations presented in this paper.…”
mentioning
confidence: 99%
“…Currently, there are three main methods for avoiding the drawbacks of FEM remeshing [10]. The boundary element method (BEM) dates back to the 60's and reached its peak of popularity in the 80's.…”
Section: Methods For Modelling Cracksmentioning
confidence: 99%
“…Recently, much effort has been directed towards the application of meshless methods to crack problems to overcome the difficulties in traditional numerical methods [9][10][11][12][13][14][15][16][17][18][19]. Despite clear general progress with these methods, there are still some technical issues in their application to fracture problems, for instance, it is often awkward and an expensive task to refine the nodal arrangement near the crack tip in order to increase the solution accuracy, since the stress results tend to be oscillatory near the crack tip.…”
Section: Introductionmentioning
confidence: 99%
“…However, introducing such an enriched basis in meshless approximations can lead to ill-conditioning of the global stiffness matrix, and special treatments [12,17] have to be used to alleviate this problem. Thirdly, many meshless methods employ the J-integral or contour integral scheme for the calculation of SIF, which is performed as a post-processing step applied to the stress results, such as in the formulations using the FEM described in [15][16][17][18][19] and partition of unity enriched boundary element method (PU-BEM) [21,22]. This is unlike the case with the isoparametric FEM or sub-region mixed variational principle based FEM where the SIF can be directly obtained as part of the solution [3][4][5].…”
Section: Introductionmentioning
confidence: 99%